# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 15
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): -5.79
# Trailing edge coordinates (mm): x= 66.26  y= 13.63
#
#  x(mm)    y(mm)
   11.06    -1.13
   11.37    -1.13
   11.88    -1.13
   12.38    -1.23
   12.89    -1.26
   13.39    -1.30
   13.89    -1.39
   14.40    -1.39
   14.91    -1.48
   15.41    -1.51
   15.91    -1.55
   16.42    -1.64
   16.92    -1.64
   17.43    -1.64
   17.93    -1.64
   18.44    -1.73
   18.94    -1.76
   19.45    -1.76
   19.95    -1.80
   20.46    -1.89
   20.96    -1.89
   21.47    -1.89
   21.97    -1.99
   22.48    -2.02
   22.98    -2.02
   23.48    -2.02
   23.99    -2.02
   24.49    -2.02
   25.00    -2.02
   25.50    -2.02
   26.01    -2.11
   26.51    -2.14
   27.02    -2.14
   27.52    -2.14
   28.03    -2.14
   28.53    -2.14
   29.04    -2.14
   29.54    -2.14
   30.05    -2.14
   30.55    -2.14
   31.06    -2.14
   31.56    -2.14
   32.07    -2.14
   32.57    -2.14
   33.07    -2.14
   33.58    -2.14
   34.08    -2.14
   34.59    -2.08
   35.09    -2.02
   35.60    -2.02
   36.10    -1.93
   36.61    -1.89
   37.11    -1.89
   37.62    -1.80
   38.12    -1.76
   38.63    -1.73
   39.13    -1.64
   39.64    -1.58
   40.14    -1.51
   40.65    -1.39
   41.15    -1.30
   41.65    -1.17
   42.16    -1.07
   42.66    -0.98
   43.17    -0.85
   43.67    -0.72
   44.18    -0.60
   44.68    -0.44
   45.19    -0.29
   45.69    -0.09
   46.20     0.09
   46.70     0.32
   47.20     0.50
   47.71     0.69
   48.22     0.92
   48.72     1.13
   49.23     1.39
   49.73     1.58
   50.23     1.83
   50.74     2.08
   51.24     2.33
   51.75     2.59
   52.25     2.90
   52.76     3.18
   53.26     3.50
   53.77     3.78
   54.27     4.07
   54.78     4.38
   55.28     4.70
   55.78     5.01
   56.29     5.33
   56.80     5.71
   57.30     6.06
   57.81     6.43
   58.31     6.84
   58.75     7.19